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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.5 LAdmitted-Fee/PreQual/Technical/Finance | ₹35.5 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹35.5 L+₹3,927.42 (0.11%)Admitted-Fee/PreQual/Technical/Finance | ₹35.5 L+₹3,927.42 (0.11%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹35.5 L+₹6,740.54 (0.19%)Admitted-Fee/PreQual/Technical/Finance | ₹35.5 L+₹6,740.54 (0.19%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Original EMD not received before opening of tender |
| Sl No | Description | Qty | Unit | Shivanna L1 | B Swamygowda L2 | K B VENUGOPAL L3 |
|---|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness with all lifts and lead Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- By Mechanical Means.In area of light jungle | 2.91 | Hec | 34,083 ₹99,181.53 Lowest | 34,165 ₹99,420.15 | 34,197 ₹99,513.27 |
| 2.00 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankmentincluding all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-. A. Mechanical means using Hydraulic excavator. | 9,688 | Rmtr | 61.6 ₹5,96,780.8 Lowest | 61.75 ₹5,98,234 | 61.8 ₹5,98,718.4 |
| 3.00 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- | 14,532 | Sqm | 97 ₹14,09,604 Lowest | 97 ₹14,09,604 Lowest | 97 ₹14,09,604 Lowest |
| 4.00 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of workGrading-II 13mm | 2,235.6 | Sqm | 645 ₹14,41,962 Lowest | 646 ₹14,44,197.6 | 647 ₹14,46,433.2 |
Tender Value
₹33.9 L
EMD Value
₹67,800
Closing Date
19 Aug 2026, 4:00 pmClosed
EE NH Bangalore
O/O EE NHD Bangalore
Maintenance Works from Km 658 824 to 666 124 of NH 150A Jevargi Chamarajanagara section in the state of Karnataka
2026_MoRTH_921066_1
NIT No/11 2026-27 Dated-07.08.2026
Open Tender
Civil Works - Roads
Item Rate
90 days
Doddakavande village limit
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
As Per NIT
₹67,800
25 Aug 2026
7 Aug 2026
20 Aug 2026
7 Aug 2026
19 Aug 2026
7 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness with all lifts and lead Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- By Mechanical Means.In area of light jungle | 2.91 | Hec | 32,600 | ₹94,866 |
| 2 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankmentincluding all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work-. A. Mechanical means using Hydraulic excavator. | 9,688 | Rmtr | 59 | ₹5,71,592 |
| 3 | Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material / irregularities on shoulder to the design level by adding fresh approved soil upto 150mm excavated by excavator, carriage by tipper and compacting it with plate compactor including all lead and lift loading and unloading chargres , Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work- | 14,532 | Sqm | 8.1 | ₹1,17,709.2 |
| 4 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm thick Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 509, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2, Cost of material & labour charges hire charges of all machineries and with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of workGrading-II 13mm | 2,235.6 | Sqm | 203 | ₹4,53,826.8 |
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